THE FRICTIONAL BOND BETWEEN STEEL AND CONCRETE ELEMENTS IN COMPOSITE STRUCTURES WITHOUT DOWELS

ZUM REIBUNGSVERBUND ZWISCHEN STAHL UND BETONFERTIGTEILEN BEI DUEBELLOSEN VERBUNKONSTRUKTIONEN

A STUDY IS MADE OF THE SAFETY OF A COMPOSITE BEAM BONDED WITHOUT DOWELS, ACCOUNT BEING TAKEN OF SLIPS IN THE BOND JOINT. AS THE SYSTEM ALTERS WITH INCREASES IN LOAD, THE LINEARITY BETWEEN LOADING AND STRESS IS LOST. THEREFORE REFERENCE HAS TO BE MADE TO A BEARING CAPACITY METHOD; THAT IS, BEARING CAPACITY HAS TO BE CHECKED BELOW THE LOAD MULTIPLIED BY THE SAFETY FACTOR.

• Corporate Authors:

  Ernst (Wilhelm) and Sohn

  Hohenzollerdamm 170
  1001 Berlin 31,   Germany 
• Authors:
  • Beck, H
  • Heunisch, M
• Publication Date: 1972

Language

• German

Media Info

• Pagination: 40-5
• Serial:
  • Stahlbau
  • Volume: 41
  • Issue Number: 2
  • Publisher: Ernst (Wilhelm) and Sohn

Subject/Index Terms

• TRT Terms: Beams; Bearing capacity; Composite materials; Concrete; Loads; Steel
• ITRD Terms: 3472: Beam; 3085: Bearing capacity; BOND ; 9005: Composite; 4755: Concrete; 5567: Load; 4542: Steel
• Subject Areas: Materials; I24: Design of Bridges and Retaining Walls;

Filing Info

• Accession Number: 01318812
• Record Type: Publication
• Source Agency: Bundesanstalt für Straßenwesen (BASt)
• Files: ITRD
• Created Date: Nov 21 2010 5:55PM